Summary for Test 2019-05-23-17-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 |
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DIST-CO-RTE-PM | 02-SIS-96-R52.5/88.4 |
Award Date | 07/10/2017 |
Closeout Date | 01/05/2021 |
Work Description | WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL |
Location Description | SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/23/2017) |
Sample Information
Sample Taken Date | 05/23/2019 | Sample Unique Key | 17 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/23/2019 |
Sample type | Verification | A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate |
The quantity of what the sample constitutes | JMF Modification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77889A | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 001377 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 18-1001.305-23.6_ |
The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | JMF 18-03-M2 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-23-17
DIME Test ID: 2019-05-23-17-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-06-28
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/28/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
6546.2 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
935.0 grams | 85.7 % | |||||
1849.0 grams | 71.8 % | |||||
2833 grams | 56.7 % | |||||
3312.0 grams | 49.4 % | |||||
199.6 grams | 30.1 % | |||||
320.5 grams | 18.4 % | |||||
386.1 grams | 12.1 % | |||||
421.2 grams | 8.7 % | |||||
442.9 grams | 6.6 % | |||||
456.6 grams | 5.29 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2019 ✔